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(1)

What’s Coming To Concrete Pavements

Jason Weiss, wjweiss@purdue.edu, Purdue University

Jack and Kay Hockema Professor & Director of the Pankow Materials Laboratory

(2)

A Century of Change

re 1936 I-465 2002

The Century Has Seen Mass Production and Increased Automation in Concrete as Well

(3)

Comment on Testing

Moore 1936 PCA 2002

ASTM D138-32T

Tentative Method of Test

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(4)

Every Day Is About Survival

• Every morning in Africa, a zebra wakes up. It knows it must run faster than the fastest lion or it will be killed. Every

morning a lion wakes up. It knows it must outrun the slowest zebra or it will starve to death. It doesn’t matter

whether you are a lion or a zebra:

when the sun

comes up, you’d better be running

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(5)

Take Advantage of Technology

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(6)

Innovative New Tests

• Much like Indiana we seem to be on the impossible

search for the

“holy grail”

• We want a test for

transport (or durability) that is fast,

accurate, inexpensive easy to interpret but it also needs to be scientifically valid

• We think that electrical measurements can be a significant part of this approach

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(7)

Uniaxial Resistivity

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(8)

  S

Pore

f

Bulk

    

σBulk: concrete conductivity (S/m)

σPore: pore solution conductivity (S/m)

: pore volume volume fraction

: avg. liquid connectivity (describes liquid tortuosity and constrictedness) S: Degree of Saturation (typ. Ignored)

Electrical Properties

• Considers pore fluid as the only conductive phase

• Pore fluid (capillary, gel pores)

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(9)

Transport in Large Pores

• Transport mainly in capillary pores

• Capillary pores are large and connected

• SCM are important

• W/C and Curing:

Influence Capillary Porosity

Capillary Pores

Lower w/c Higher w/c

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(10)

Prescriptive Specifications and Cookies

• Think specifications (HPC)

• Ruth Graves Wakefield (1930) changed cooking in america with specifications

• Tollhouse came up with an easy way to get consistent cookies

• What about Grandma though

• HPC due to experience and innovation

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(11)

Slow Movement to Performance

• Late 90’s work on implementing PRS

• Still an area of active

research with hard questions

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Performance Specifications

• Active area of research

• Opportunities in models,

tests, targets, variability

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(13)

Recipe versus Performance

• While recipes have their place there is room for innovation and performance

based on the overall performance of the system – let the chef innovate

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structure

(14)

Cement and CO

2

Production

(15)

Ordinary Portland Cement Manufacturing

(16)

Portland Limestone

Cement Manufacturing

(17)

Approach for Manufacture of Portland Limestone Cement Similar performance

s targeted

PLC is generally

ground finer than OPC

– PLC requires more grinding – Higher fineness may act as

a nucleating agent to increase early age strengths

Higher reaction rates may show benefits of blending with other supplementary materials

Finer Cement

Less Clinker

Time f’c

28 d

(18)

A Technology Ready To Implement

• adfsf

0 4000 8000 12000

OPC Compressive Strength (psi) 0

4000 8000 12000

PLC Compressive Strength (psi) w/p = 0.38 w/p = 0.42 w/p = 0.46

(19)

nyone Notice ts Cold this

Year ?

s 2008

Taylor 2013 Weiss 2005

Taylor 2013

(20)

Salts Increase Saturation

Taylor 2013

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(21)

Comments on Salts

0.6 0.4 0.2 0.0 -0.2

e of Water Loss water / mm2 of surface)

DI Water MgCl2 0.9%

Water Salt Solution

Fixed RH Atmosphere

40 60 80 100

RH (%)

• Freezing temp

• Viscosity

• Water Activity (Equilibrium RH)

• Dry/Wet DOS

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(22)

What Does Internal Curing Do

• The goal of internal curing is to provide

reservoirs of water for curing low w/c, hpc to minimize the potential for cracking and to

realize high performance mixtures

1) Improved Corrosion Resistance - Durability 2) Reduced Cracking

3) Reduces Curl

• Goal (specification)

– High durability

– Low permeability

– Low cracking potential

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(23)

Determining Free Water

Paper Towel Method

Centrifuge Method

• The goal is to get the aggregate to a prewetted surface dry condition

• One can weigh the aggregate, spread it out and dry it slowly till the surface has no water – Paper

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(24)

Service Life Prediction

INDOT Class C; NYDOT IC HPC

• Here we see the predicted service life model results for the decks cast in 2010

• Class C concrete 20 yrs, ICHPC 55-90 yr

• Model assumes no cracks

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(25)

Quality Control Wagon

• An opportunity to help improve the quality of concrete emphasizing

‘the basics’ of good concrete technology/

tracking performance

• Education and training opportunity

• Mobile lab to transfer knowledge to the field (deck/sidewalk/curb) and assess the performance of new approaches

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(26)

MIMTL Moving Forward

• Mobile Infrastructure Materials Testing Laboratory (MIMTL)

– Resistivity as a Quality Control Method – Looking at Quality Control PRS

– Deicers/Sealers – Internal Curing – Indiana as

a Classroom – Tracking

long term

– New Maturity

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References

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